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Ultimate limit state design for lateral torsional buckling of partially encased steel beams

dc.contributor.authorPiloto, P.A.G.
dc.contributor.authorMesquita, L.M.R.
dc.contributor.authorRamos Gavilán, Ana Belén
dc.date.accessioned2010-02-23T16:23:24Z
dc.date.available2010-02-23T16:23:24Z
dc.date.created2006en_US
dc.date.issued2006
dc.date.updated2010-01-30T17:04:54Z
dc.description.abstractPartially encased beams are composed structural elements widely used for industrial and commercial buildings with increasing significance. Composite beams may be designed for service load conditions without the collaborative contribution of slabs. Instability problems may occur because concrete may not have the age to resist and also because concrete may slip over steel, crack or crush. Lateral torsional buckling is an instability limit state that may occur in these situations. This paper presents Ansys material and geometric non-linear finite element model for the design of lateral torsional buckling resistance of partially encased steel beam without encasement reinforcements at room temperature. The steel part of the composed section will be modelled by shell, concrete by three dimensional solids and the bond contact with nonlinear spring finite elements. Failure of concrete will also be predicted when the beam is subjected to a constant bending moment.pt
dc.identifier.citationPiloto, P.A.G.; Mesquita, L.M.R.; Ramos Gavilán, A.B. (2006). Ultimate limit state design for lateral torsional buckling of partially encased steel beams. In 5th International Congress in Mechanics and Materials in Design (M2D) – Structural and Materials Safety in Design Symposium. Porto.pt
dc.identifier.urihttp://hdl.handle.net/10198/2116
dc.language.isoengpt
dc.titleUltimate limit state design for lateral torsional buckling of partially encased steel beamspt
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlacePortopt
oaire.citation.titleProceedings of the 5th International Congress in Mechanics and Materials in Design (M2D) – Structural and Materials Safety in Design Symposiumpt
person.familyNamePiloto
person.familyNameMesquita
person.givenNamePaulo A.G.
person.givenNameLuís M.R.
person.identifier1339117
person.identifier.ciencia-id0519-449D-6F13
person.identifier.ciencia-id401E-2FEC-8303
person.identifier.orcid0000-0003-2834-0501
person.identifier.orcid0000-0002-2385-4282
person.identifier.ridB-4866-2008
person.identifier.ridF-2269-2010
person.identifier.scopus-author-id6506406159
person.identifier.scopus-author-id8585923500
rcaap.rightsopenAccesspt
rcaap.typeconferenceObjectpt
relation.isAuthorOfPublicationbaaee084-ab97-4c95-b636-24ab6bab0e3e
relation.isAuthorOfPublication3d08baba-b032-42c4-8244-94672c4611a1
relation.isAuthorOfPublication.latestForDiscovery3d08baba-b032-42c4-8244-94672c4611a1

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